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Home My WebLink About19 VINTAGE LN DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR D BUILDING DEPARTMENT APPR 1540 SULLIVAN AVENUE Bldg.Permit# L 5 u Jam- 644-2511 ext. 230 �� Date Building Inspector Application must be printed or typed FEE SCHEDULE '0-1� Location of Job: $0-$1,000=$15.00 Street No. , / Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT "'�(L.OI cl L Q S S G,(L ESL APPLICANT ADDRESS 9, ) L-2. k-n 0 /1)IL i`cQ -,z- Z Lei a,,.m APPLICANT PHONE# 7 (o O- 2Z I F" 1 S'19 S OW N S t.4 OWNER Tac 9 L-c s [' m S 4,2in c--h'(m CAL-C- OWNER ADDRESS (p ` (:0) ♦ OWNER PHONE (o _ t-f3 a L K a ?) C ' ESTIMATED COST$ Z f 600 law IS THIS A CONTRACT COST? _Yes _No r�G FEE ENCLOSED$ b TYPE OF JOB: f SO R•C� _LZ�� New Installation Alteration/Addition/Repair Revised 4/01//2002 • APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: ❑HEATING ['RESIDENTIAL ❑A/C ❑COMMERCIAL ❑VENTILATION ❑INDUSTRIAL HEATING ❑STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC )I WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATIQN TOTAL RADIATION DESIGN TEMP. OUTSIDE A OF INSIDE °F DIFFERENCE 7 °F TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) L DE CRIBE ALL HE TINGEQUIPMENT(INCLUDING MAKE&MODEL NO.) d'►-ktU i. 1,`j1 �Uf �fi`rnc+C P3u&n20NI30 ,� I GROSS HEATING CAPACITY(INPUT-BTUH) ,Q O NET RATING(OUTPUT-BTUH) 13(), 0 O TYPE OF FUEL ❑OIL--('PM OIL TANK LOCATION:❑INSIDE❑OUTSIDE CAPACITY GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP.OUTSIDE 9< °F INSIDE U °F DIFFERENCE a °F TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE S COOLING CAPACITY(BTUH) V U VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 0033 - c� � � 51 cT CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE H07M 1. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. 2.PARCEL ZONED RR CB5 10' CUP EASEMENT IN 314.66 MAP REFERENCE. VINTAGE HILTS.SOUTH VANDSOR. CONNECTICUt PREPARED FOR IN M=)ES CONSTRUCTION. LLC DATED 12-3-01 REV. TO 7-18-02 20' STREET TREE EASEMENT 15 out:310.46 IN FAVOR OF THE TO%W OF BY DESIGN PROFESSIONALS.MC Lot #15 SOM "INCIS .I S02 4518 E _ - X317.35 363.06' F 5.0C�' X317.24 X316..54- 8 20' S.Y. \ 5 00 I \ NV IN: 317.13' X c �a r I X3 1 — _ — — NV OUT(N} 317.12' �N D-BOx '3 NV OU S -174W — — NV IN: 317-V I NV 0111(Hk 317.23' n X3j9.0 In � NV OU Sk 317.20' o I ` � I� 1 � � w oo N \ I - --- - -- -- - p wNY I I I I� �°'M O fw ` ZNM< v rv) D- X ST 7 Nn Iv I.P. S T NV 317.71' xL�o 00 0.14s3.z N NV OU }. 317.73' ` `��`N- X3 9.5 NIF THERESA ""01' �17"' LA 3 K 6\ \ '� O N I I GEDRIM l $ X31�.81 X317. X318.95 320.CO `! Cq 0 Lot #14 C BIT. DRIVE o 00 00 0,964 S.F. I 1.46 Ac. 20' S.Y. — — — 1 I 3 0.4 X318.76 X 319.50 \ / HEDGE— IN EASEMENT �67.87' —, -- 6.00 - % S02'45'18"E I I � N CB7 / TF:320.18 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 7HRU 20N-l30�20 INV(6"N):316.48 STATE THE OFECONNECTTIICUT'AS"ENDORSSED B STATE Y THE CONNECTICUT ASSOCIATION OF SURVEYS LAND SURVEYORS. INQ )HIS Lot #13 INV(15"):314.98 SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. '/ TO THE BEST OF MY KNOWLEDGE AN BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL UC. No. PLLaw Tel. 1.UNLESS OTNIERMSE NOTED.COSTING UTILITY REVISIONS Fox 860.291.8757 P T� forGRAPHIC SCALE ■ o: 860.291.875 "P° Or SHEET IACATONS AS SNOYN ARE BASED ON Q a SHOLDAVAILABLE(FIELD V ION.All PRIOR TOO CONSTRUCTION. D 20 40 es1 Vn vintage Hills Estates, LLC LMA7= SAP 2. ALL TI TIES ,�PRTA ro N THE nELD I. rofessionals, Inc. 1 z ALL ut1uTlEs ARE ro BE STAKED N THE RELD BY A LICENSED LAND SURVEYOR PRIOR TO 2 7125/0 ADD AS-BUILT TOPOGRAPHY MHA ** � + L t'} •_ *��`� OF CONSTRUCT" ■ civil engineers • planners • surveyors Lot *14 — � ♦int age Lille aRA^V Or DW .w NO: uJo-14 1 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 315103 UPDATED SEPTIC DUG 1 inch = 40 feet ■ landscape architects • gig Cps SION SEAL AND ORIGINAL SIGNATURE SOUTH WINDSOR CONNECTICUT arm er. AY'Y D�IEi?/?7/AT ofF TmE1IE PRCfESSONAL ENpNEER/ANtVEYO(t. N0. DATE DESCRIPTION Br 165 SovM sat--- Road Soutn Windsor Connecticut 06074 D III 0 2003 South Windsor BUILDING DEPARTMENT -WIll n -wr h 11 Z, of ed These fu••C win. 02�,20o SITE COMPLIANCE CHECKLIST 11 TOWN of SOUTH WINDSOR, CONNECTICUT 19 VINTAGE LANE LOT_# Reviewed By ?D /(Engineering) JACQUES CONSTRUCTION LLC Date Reviewed 8 rov Denied { 67 RIDGE ROAD,SOUTH WINDSOR,CT Reviewed By -Manning) lJ' BP_#_29200_ Ph_#_432-1823 Date Review za prov Denied Date Submitted 00/00/00 ***** FOR C f 0 **** As required in the Zoning and/or Subdivison Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with an P Y g g P P d approved by the Town Engineer. The minimum requirements shall include Approved Denied N/A 1 Approved building permit plan 2 Finish grading per approved building permit plan 3 Site work; i e trees, shrubs, dumpsters, required parking l� 4 Utility location; a. sanitary sewer Septic syste� b. foundation drain 1/ c electrical & telephone d. water i/ e -eth-er 6-R5 ✓� 5. Sewer connection charge paid 6. Appropriate certification 7 Bonding 8 Planning & Zoning/ Inland Wetlands Considerations A. Lighting B Signage Freestanding Wall C. Fee in lieu of Open Space Sewer Permit No. Pav Exc # COMMENTS: E o)A Gta l��-r, C Ssl� fit✓•5i'd A__S-/�«//� Status k-.i AL Uv t" 1 NOTES: -7 1.THIS YAP Is DE1'ERMT ON THE YAP REFERENCED HOWAL 2.PARCEL ZONED RR 3.FINAL GRADENG NOT COMPLETED-TOPOGRAPHY NOT DEPICTED CBS DUE TO SIGNIFICANT SNOW COVER, 10' CLdrP EASEMENT TF:314.66 INV(6"W):311.46 YAP INV(6-N):311.66 VINTAGE HILLS.SOUTH WINDSGR, CONIECTICU7. PREPARED FOR 20' STREET TREE EASEMENT MV(t5'out):310.46 AACOLIES CONSTRUCTION LLC DATED 12-3-01 REV. TO 7-15-M W FAVOR OF THE TOM.OF„ BY DESIGN PROFESSIONALS INC OR Lot #15 SOUTH WINOS I ° I i ` S02-45'18"E - - - 363.06 5. 20' S.Y. >- 14 I 5 00 14V IN: ,ti I I D-BO% NV OU7'(N}.1317.12' D-BOX a Nv ouT(sy. 317.15' NV IOLLIT(3Nk 7.23' I I 00 M NV OUT(Sx 317-V o 03 fV N „ V) I I O N d I i,o�h = 00 I� T Z INN" 1 V D-Box ST 1-M 01 532 �I I.P. S T b NV N: M7.71' 7 Xwou. I I NIF THERESA NV 0T(Nk 311'' W 7 NV OU7(E}. 317.71' H ~ GEDRIM I F. •. w y 6 00 No f Lot #14 �£C -••APPRO LOCATION DRIVE j00 I I 63 �qry � ,964 S.F. 1.46 Ace 20' S.Y. HEDGE—ROW EASEMENT 367.87' —-- — _ rr 3 6. r S02'45'18"E I I CB7 TF.320.18 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 INV(6"N):316.48 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES- 'STANDARDS FOR SURVEYS AND MAPS IN THE Lot #13 INV(15'):314.98 STATE OF CONNECTICUT* AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND EF, THIS MAP Is SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. Rtr.aV A6MLT TN. 860.291.8757 Prepared for. SHEET 1.t�oncRrtVO ARE B SED ON unuTr REVISIONS GRAPHIC SCALE •es�gn Fox 860•291•a7s7 SHOULLOCATID ,� ARE BASED oN Vintage Hills Estates, LLC LOCATO®(i� ice' 1 AVAILABLE INFORMATION.ALL DaS71NC UTILITIES sNaxn BE vrtn vERIFIm PRIaR To caNSTRucnaN. 'b 0 20 40 . B ALL ICONSUTILITIES ARE S V STAKED N,HE Sofessionals, Inc� q � OF BY S L CT1ON lNq SURVEYOR PRIOR TO civil ensineers • planners .surveyors Lot *14 - 19 mintage Lane CRAWV 8Y. VAC .w NO..: 1430-14 3. SOPLAN Is INV"UNLESS IT SEARS THE 1 315103 UPDATED SEPAC DYG ORICINAL SIGNATURE 1 inch = 40 feet 1 landscape architects la s OF PROFESSIONAL OR. N0. DATE DESCRIPTION BY 165 South Sotell;tee Rood South W/ndor. ConnnneeCe A 0607♦ SOUTH WINDSOR CONNECTICUT p17:D or RPY oA/E.• v MAR 5 2003 South Windsor BUILDING DEPARTMENT VIS:at IU Ink BUILDING DEPT. TOWN Of .W 1Ti. 1.us0)Olt l his certified tka ekb pfas a"apsawk.tloaa ars,irw copies Ct the psttpasd b li�lg to aRcratloeis to Ja •.acted at _ �/� I-,�_ 6 .t tog^ther with amvndm.;nta tad in app11MMYS aad idea with plan and i aW"t with h ail 1asMtss. building and state laws Lind such ord-ra s.e sbdt be issued by the MQ Building Department dur pvads.47 of this application and final issuance of a bcNdlial Nrsnit. C signed F1V�O This plan Is approved sdDiect to the con.'Rton that MqR srda s and ordinances regulating building WWI ter •1 O C sempl�'d w1tn. S d �00� Conmtiunsiry Approved Them tiled .s" Our SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT 19 VINTAGE LANE LOT_# Reviewed By 0- b (Engineering) JACQUES CONSTRUCTION LLC Date Reviewedlo pprove Denied 67 RIDGE ROAD,SOUTH WINDSOR,CT Reviewed By lanning) BP_#_29200_ Ph_#_432-1823 Date Reviewe /4 a 0— pprov /Denied Date Submitted 10/10/02 ***** FOR BU LD NG PERM ***** In accordance with the Zoning and/or Subdivision Regulations, prior to the building of any structure on a lot, a Topographic Plot Plan shall be submitted for approval The minimum requirements shall include Approved Denied N/A 1 Name, address & phone number of owner/applicant 2 Name, address & phone number of plan preparer 3 Zoning Information - i e zone, open space, floodway, street address 4 Plot Plan at 111 _ 4CI scale a Subdivision reference, abutting properties, etc / b Easements of record y c Lot description, bearings, building lines, distances, area, etc. d. Contours, existing & proposed, 1 or 2 ft interval where appropriate e Building location with dimensions Elevations of proposed finish floor, garage floor & centerline of road at driveway f Elevations of gravity drainage systems, sanitary /0-tl-02- & foundation drain at the house and the street t/y j-t��-�jloq �u S fJ'c�rwif'/�J g. Tentative utility location (gas, water, electric, septic system_ etc ) T h. Title block with name and address of preparer, date, appropriate certification, live seal and live signature consistent with the Board of Registration requirements (P.E & L S ) / 5 Sedimentation and erosion control 6 Special Planning & Zoning, Inland/Wetlands considerations (Plans on file w/Town Clerk) COMMENTS J/6rA of i5K P * Nof- S1• &w. Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-29200-B 100,000 B01 FOOTING 10/29/02 JFF A WITH CONTRACTOR NADEAU 2NO4 REBARS CONTINOUS B02 FOUNDATION 11/04/02 WNB A WATERPROOFING/DRAINS EXT,INT WITH CONTRACTOR P03 ROUGH 12/20/02 WNB A DWV,H20 WITH CONTRACTOR E01 SERVICE 12/30/02 CJD A B03 FRAMING (ROUGH) 01/06/02 WNB A WITH CONTRACTOR,NEED LAM SPECS H03 ROUGH O1/06/03 WNB A WITH CONTRACTOR E03 ROUGH O1/08/03 CJD A B04 INSULATION O1/10/03 WNB A LEFT STICKER,NO CELLAR PO4 GAS TEST 02/24/03 CJD A LEFT TICKET **-11640-H 14,000 **-11182-P 3,000 **-18077-E 3,800 Total Est Value 120,800 Dwelling 3,430 165,600 40 Basement 1,400 19,880 00 Garage 864 12,268 80 Smoke Det 7 525 00 BOCA Value 198,274 20 Difference 77,474 20 U APPLICATION FOR PLUMBING PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH,A/- BUILDING PERMIT APPLICATION YES _RESIDENTIAL BUSINESS CURRENT USE AND OCCUPANCY ASSEMBLY MERCANTILE FUTURE USE AND OCCUPANCY EDUCATIONAL INSTITUTION FACTORY ENGINEER'S NAME PHONE STORAGE GARAGE ADDRESS MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION Z SIZE OF MAIN DRAIN { NO. OF TOILETS STYLE �NO. OF URINALS STYLE NO.OF BATHTUBS NO. OF SHOWERS NO. OF LAVATORIES NO. OF CONDUCTORS 1—SIZE `� NO. OF STACKS\ SIZE AREA OF ROOF NO. OF CATCH BASINS NO. OF FLOOR DRAINS NO. OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDO /NO SIZE OF WINDOW 2-- IF NONE C.F.M. OF VENTILATOR SIZE OF DUCTS SEWER SEPTICITANK SIZE OF WATER MAIN 1 SIZE OF WATER PIPING&RISER WATER HEATER TYPE �� MANUFACTURE �— TANKS SAFETY DEVICES TEMPERATURE CAPACITY RELIEF VALVE TEST PRESSURE WORKING PRESSURE PRESSURE RELIEF VALVE TYPE 'lC—� P MANUFACTURER �1�►C�\\ \\ -- DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONN. BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. NAME STATE LICENSE NO. TYPE SIGNATURE OF APPLICANT PHONE NO. �Mk-k � DATE \ DEPARTMENT DECISION PERMIT# APPLICATION FOR PLUMBING PERMIT Application is hereby: TOWN of SOUTH WINDSOR _ BUILDING DEPARTMENT Bldg Permit# APPROVED 1540 SULLIVAN AVENUE 00 644-2511 ext. 230 Date Building Inspector Application must be printed or typed Q n Location of job Str t No. Street Lot No. FEE SCHEDULE Floor Apt. No. $0 - $1,000 - U-2- IT Over $1,000 $12.00 per$1,000 OWNER 771 `C�-C 5 1 C S C u c� or any fraction thereof ADDRESS �"—I R.d OWNERS PHONE APPLICANT A Q L �OwM gF,q ADDRESS CN O\ 0J Cn :, ESTIMATED COST$ ��U U C) IS THIS A CONTRACT COST? YES NO FEE ENCLOSED $ U J SOR.C0 TYPE OF JOB: ✓Original Installation Alteration/Addition/Repair Revised 10/96 Shirley Wilhelm -CRS Approval Confirmation: Request No. 235612 Page 1 From: <clpsvc@nu.com> To: <WILHEL@SOUTHWINDSOR.ORG> Date: 12/30/02 3:28PM Subject: CRS Approval Confirmation: Request No.235612 Your approval of the following CRS Request has been successfully processed. CRS Work Request#: 235612 House No: 19 Lot No: 14 Street Name: VINTAGE LN Town Name: SOUTH WINDSOR, CT Inspector: JOHN COLLINS Approval Date: Dec 30,2002 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: 46 ") BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# / I L 644-2511 ext. 230 �o?0 0 Date Building Inspector Application must be printed or typed Location of Job: FEE SCHEDULE q $0-$1,000=41340 Street No. Street Lo]—No. Over$1,000= --$*W. per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT „1 APPLICANT ADDRESS a APPLICANT PHONE# 7 3 (n O W N SF,, OWNER -::1_(3 t-Sr-0�, c +I C. OWNER ADDRESS r P S � 1 i ✓1 � S U a� Or OWNER PHONE C ESTIMATED COST$ 3 �; 0 0 O G IS THIS A CONTRACT COST? �'#Yes 13 No FEE ENCLOSED$ O�� TYPE OF JOB: OR•C New Installation 0 Alteration/Addition/Repair Revised 8/99 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑NO ❑RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ENGINEER'S NAME PHONE ❑FACTORY ❑STORAGE ADDRESS ❑GARAGE ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD J E 0 SIZE OF SERVICE a U SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK C-fl-xJ 0 ru 134- o C t t� -2-0 6 42e. 12 �t� C• C THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. & :3 S- 90 6 / (20 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE /% /0 0 S/N RS R213 4 6 RIGHT J SHORT FORM 12/16/0 2 Filename: JAOF50-l.RSR Job#: Lot 14 Vintage Lane, Htg Clg For: Jacques Construction Outsidedb 0 95 67 Ridge Road Insidedb 78 70 South Windsor CT 06074 DesignTD 78 25 860-432-1823 Daily Range - M Inside Humid. - 50 By: Lessard A/C & Heating, L L C. Grains Water - 35 81 Leonard Bridge Rd. Method Simplified Lebanon CT 06249 Const.glty Best 8 6 0-2 2 8-15 7 9 Fireplaces 0 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Efficiency 80 0 AFUE Efficiency 0.0 EER Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Heating Fan 1934 CFM Actual Cooling Fan 1934 CFM Htg Air Flow Factor 0 036 CFM/Btuh Clg Air Flow Factor 0.053 CFM/Btuh Space Thermostat Load Sensible Heat Ratio 89 ROOM NAME AREA HTG CLG HTG CLG SQ.FT. BTUH BTUH CFM CFM Family Room 300 6530 4705 235 252 Breakfast 180 3378 1412 121 75 Kitchen 195 2343 4513 84 241 Lav 36 1105 438 40 23 Entry/Closet 54 219 69 8 4 Living Room 188 4755 3182 171 170 Foyer 163 2372 764 85 41 Dining Room 156 2759 1537 99 82 Bathroom 1 178 3576 1512 128 81 WIC 81 327 103 12 5 Bedroom 1 138 2549 1361 92 73 Bathroom 2 98 1162 450 42 24 Bedroom 2 138 2549 1361 92 73 Laundry 99 1508 3010 54 161 Master Bedroom 278 4270 3044 153 163 Hallway 130 525 165 19 9 Upper Foyer 169 2712 1517 97 81 Bedroom 3 188 2862 1868 103 100 Bonus Room 580 8349 5156 300 276 Entire House d 3346 53848 36169 1934 1934 Ventilation Air 0 1375 Equip.@ 1.00 RSM 37544 Latent Cooling 4698 TOTALS 3346 53848 42242 1934 1934 MANUAL J:7th Ed. Right-Suite:V4.0.07 NOTES: 1.THIS MAP IS DEPENDENT ON THE MAP REFERENCED NE72EOK Z PARCEL ZONED RR 3.FINAL CRADENG NOT COMPLETED-TOPOGRAPHY NOT DEPICTED CB5 DUE TO SIGNIFICANT SNOW COVER N10' CLAP EASEMENT IV 314.66 (6'W): 311.46 MAP REFERENCE INV(6•N):311.66 VINTAGE tars.SOUTH M11tDSOR,CONNECTICUT. PREPARED FOR 20' STREET TREE EASEMENT INV(1-5 ut)-310.46 dACOUES CONSTRUCTION.LLC DATED 12-3-01 REV.TO 7-18-02 IN FAVOR OF,THETO,_ WN OF BY DESIGN PROFESSIONALS.INC Lot #15 SOUTH WINDSOR; I S02'4518E . i 363.06' F 5. ` 20, S.Y. w I 5 00 D-Box i i NV N 317AX o N NN , st i f V DUT(N} N W 317.1Y D-BOX i D 1 NV OUT(Sk 317.15' NV IN: 317.3Y I •DO NV OUT(N} 317.23' ►n NV CUT(S): 317.2D' o (n cofV V O '4 n f = Ci I i i't ! =,wo n o W X t� d D-BOX $T F, v DOb Nv N: 317.71' 7 or,) ;o� 1 ,0 532 I.P. S T �, NUT(V ONk 317.73' w��ra` NIF THERESA NV OUT(O.. 317.71' A GEDRIM i� N o ""' •.'' 6 00 N 0 ` Lot #14 �£C° ` APPRO LOCATION DRIVE 0 �00 I s3,9 S.F. �, s4 V 1.46 Ac. — 20' S.Y. HEDGE—ROW EASEMENT 367.87' 3 6. -- r S02'45'18'E i I z I i � C87 TF:320.18 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE MATH SECTIONS 20-300b-1 THRU 20-300b-20 _ INV(6•N):316.48 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES- 'STANDARDS FOR SURVEYS AND MAPS IN THE Lot #13 INV(15"):314.98 STATE OF CONNECTICUT' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE JEF, THIS MAP IS SUBSTAN71ALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL UC. No. P!'lLRD A1is•q,LT Tel. 860.291.8755 Pr"arnd for. SHEET 1.UNLESS OI EMSE NOTED.EXISTIN°UTIUTY REVISIONS Fox 860.291.8757 LOCATIONS AS SHOWN ARE BASED ON GRAPHIC SCALE AVAILABLE naD% WI ALL PRIOR TO ONSTRUmUTwSC 4I I 20 40 eslgn Vintage Hills Estates, LLC LOCA7M M ;' 7-ALL TI TEUI PSTA TO CONSTRUCTION. rofesSionals inc. 1 ' B ALL CENSEs ARE S %1 srAxRI IN 1NE MELD BY A LICQNSED LAND SURVEYOR PRIOR TO � Lot ` CONSTRUCTION. I civil engineers• planners • surveyors Lot *14 — 19 Vintage Lane CRARN er. AVG JX No.: r4.r0-a OF� � a THIS PLAN IS NYAUD DRESS IT BEARS 714E 1 315103 UPDATED SEPTIC DMG ,� . M+PRESSION SEAL AND ONaCAIAL SIC NATURE 1 inch = 40 feet landscape architects Cis •gPa a T11E PROfES90NAl fNOMEER/SURVEYOR. N0. DATE DESCRIPTION BY 165 South Sotelrte Rood South Wndsor. Conneetjeut 06074 SOH WINOSOR CONNECTICUT CHID BY` APM CAl£Z,27/0,T I i�AFl5 z003 South Windsor 13UILDING DEPARTMENT i t v rtit dull.t m, UEY1. Iwh: 't4 •.d's�e This certiflod that lab plan a" copies of the limpoatt0 Wd1MM DO ..Itca�thnv t.''>• netted at together with amend stated Is, appila+fin ' filed with plan Ind I aswe to-"11*law►aM ar•MAy Building and state laws and sueh �rdeA"afs"n A issued by the !iuilding Department durl" psadene5 of this application and fMMI issuamm of h fwlafi�r permit. Signed This plan to aWnv.rd s*biact to the mnAlfgn fh-: Nders and ardin-iccs regWatMlg buUdlnp ^''r somplled with. Conditionally Approved Thede Building Inspector Date Nn. ,> � .✓�/ 1 10' Cl BP EASEMENT 1NV(6-W):311.46 INV(6"N):311.66 20' STREET TREE EASEMENT INV(15"out):310.46 IN FAVOR OF THE TOWN OF Lot #15 SOUTH WINDSOR S02'45118"E 363.06' X317.35 F \ 5.OQ — X317.24 � X316.,5.4— 318� 20' S.Y. i � :I 1.I ; 5 00 � � u-eox � 1 1\ \ NV IN: WAS / � o �� Y d d t7 X3 1 NV ou N} 317.12' D-90X v J \ 00 C4 — — — Nv ouT S _X7.]S — NV N: 317-V o X319.O1� I� 00 �CD0 Nv oau Sk 3T7.W „ �I 11 �1 04 � I — — — — — — �_ aoN 3 bb I \ _ \ V• Ci V\ ST zNM I.P. S T N \ Nv ouT�ik 3,7.7r r W 0 14 x X3 9.5� ESA .`376\ NV OUT( .\3,7.71• N M lyl I X31�5.81 X317. X318.95 320. N I I I co —1 0 o (V I _ 6 00 00 O T Loot #14 C �� BIT. DRIVE 91, co 0 00 0,964 S.F. 00 ) 1.46_A c—. 20 S.Y. 319.50 32 0.4--mm — J X318.76 X--HE DGE— I W EASEMENT �fi7.87' 3 6.00 _ —— % ` S02'4518"E V) I I { - C87 TF:320.18 INV(6"N):316.48 -V300tj520 Lot #13 INV(15"):314.98 RE41. 182 No. ALGCPD AS-glLT Tel. 860.291.8755 Propond for. mmusA SF South Windsor BUILDING DEPARTMENT . i Lihl's�L structure(aj shown on ail;., ris) to be in mformance w;'Lh ;lic South Winds"r � �X y ..gulations. Variances and special exceptions jay apply. r,-{ ate -Z - nis oeniffed that this Nan end "L It lc.t ioas are =oPlw Ot the prayuaaa ►uildioj or altorsttona to rSotad at 'ngather with amend nts stated in application Iled with plan and 1 a o PIY h 1 lao l an 7uilding and state laws and such orders as b ssuad by the Building Department during pandane, .t this application and final issuancejermlt. o/ a buildin, iigne ` nis plan I proved subject o the eondlt-n tM; >rd•rg an rdinances regula bWidin - —Piledwith, g shall �. -ondttlonaly Approved these filed whi, 8uilding Inspector Cl- 3 3 Electric# APPLICATION FOR BUILDING PERMIT Plumbing# 19 Vintage Lane Date: 10 - 26 H G.� VAC # Sprinkler# 30173 FIN RO - -- — -- Estimated Cost o 1 Permit Fee $ rdU, o 0 Buildin / COMPLETE RED BOXED AREAS i Occupancy Fee $ J0. oc Affidavit g TYPE OR PRINT ONLY i Eng. Insp. Fee $ Appr. for C o SIGN ON REVERSE SIDE / 00 --� Total Fee $ 20. C. TO THE U1 ING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant _InCK i e L. Kie= 'Location of Work Iq Vu-)kt UP Lant- Lot No. Applicant's Address 1G\kf)16 o1n-P -Tel.# Town SotjH,) 1. >>nd.X,+r C.T Zip C: 0 -4,4 Lic.# Owner JOCK K I�_' L Kew Architect Owner's Address Y1 el Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 12 x I 2nd A. 3rd FI. Total New Area Purpose of this permit 12 X I q Shed � K Ic, City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. Area Basement Garage Approved bycs,ilm_ Date CO Z'>/y3 Use Group�_ Construction Type RrAssd 6102 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be bcated the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and Rs use is allowed. \ Signed _ ' hereby appry for a Certificate of for the work described in this application for the permit. Sign i1 DON WRITE BELOW T S UNE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- +•-30173-B 4,000 B10 FINAL 04/14/04 JFF A B10 FINAL O5/28/04 CJD A CLOSEOUT 'Location of Job: AFFIDAVIT Additional Fee$ 1170 . 00 State of Connecticut ss. South Windsor County of Hartford � L Owner I J't 1 'ly J a(C,jV L S of C1 ��f Caj 1 S Agent for the building erected Contractor under Permit No. 29200 issued by the Building Department of the Town of South Windsor being duly sworn,make oath and say that the actual cost of the comppleted work author' e 1 u er said p mit did not exceed the most current accepted BOCA value of$ 19 8,2 7 4 . Signed Subscribed and sworn to before me this day of 20 103, Estimated Cost$ 12 0 , 8 0 0 . _.. 77 , 474 . Difference: $ Notary Public BUILDING Yi;i1U"-► STATE OF CONNEM7CUT WORKERS' COMPENSATION cohMgSSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn. Gen.StaL § 31-286b) Property to In the town of o Name of building, ermit icaut: Please check one: 1. I am the owner of the above Property- 2- i�-1 am the sole proprietor of a business. c 2A.Name of business 2B.Federal Employer Identification Number .......... ..... ........................................... Pursuant to §31-286b a property owner or sole proprietor[who]intends to act as a general contractor or principal employer"may provide either a certificate of workers'compensation insurance or a"sworn notarized affidavit... stating that he wdl require proof of workers' compensation insurance for all those employed on the job site in accordance with this chapter." 3 r i �. " v t �.. �Y � � :� Electric# APPLICATION FOR BUILDING PERMIT Plumbing# 19 HVAC # //(, 1/0Vintage Lane Date: ZQ -/Z� D I. Sprinkler# 29200 FINAL APPROVALS - ---- _ ___ Estimated Cost $ /00;o, BuildingPermit Fee $ /Sa o COMPLETE RED BOXED AREAS Occupancy Fee $� Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr. for COIN; c 3 F0010" IGN ON REVERSE SIDE Total Fee $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant �Addre � C Location of Work_E1 t/;A#4cl R Lot No. Applicant's , l J Tel.# Town So. v 1; Zip C -7q Lic.# LISP Owner Architect Owner's Address Architect's Address Zip Zip Sq. Ft. New Area: 1 st FLT!-/p'(,� 2nd FI. ) L15C7 3rd FI. Total New Area c9$b-Q Purpose of this permit a S Mo�e( e_ City Water❑ Well❑ Septic Syste)91-) Sewer❑ Ins: HO SP Cert. Area 3y Basement /Y400 Garage - UL. Approved by Sj�p _ Date U 2- Use Group Construction Type_</�> _ Revised M I hereby agree to conform to all the requirements of the taws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in is buildin and its use is allowed. Signed '`- 1 hereby apply for a Certificate of for described in this application for the permit. Signed DO NOT WRIT BEL THIS UNE INSPECTION COMMENTS .'AA p IIC,v9.;0.'r,YIWI9f.""+�^��+...A.��^�GiiSSt411PCJ' SSW:.C6x{f8"��5'e.cc..�...aa.cr.; ,•.. •wO RCC�'i144Ly••• 5,�'-r".,�F'.'••.•.-•,.':�:u'OLIIf' 7tfilTiidMf 6ffiL 4 '^ . ............... ry 0.5' Min. s oN \WALL 5,88°440 � ' ' -�.-P" sE S 8° 4 25, SELECT FILL: r- _ MANHOLE EXTENDED TO GRADE- (REQUIRED � (REQUIRED IF FILL OVER TANK EXCEEDS 12') 1. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE (3) INCHES, MANHOLES T 8�\•L ' 85. 84 1, .� \\� \ 2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE � �J� � lJ � - / ij RETAINED ON THE #4 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE). ' 3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE I ANALYSIS RESTARTED. ? - -tilt- \ 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA: INLET m z I S g g°5 4' 2 5" \� ' 318 �. i\ SIEVE SIZE: %PASSING: o m " Zn OUTLET(N1TH FILTER) I- \ o \ 1 Min. \ Filter Fabric I , S 8 8 0 4 3 3 W ! / I #4 100 \ /� 12" '° 170 -0 - 0°(SEE NOTE BELOW L �' OUTLET BAFFLE I 15 HEDGE- ROW EASEMENT I I \ #100 0 - 20 � INLET BAFFLE / #200 0 - 5 CONNECTION AT MID DEPTH I 1 / GAS DEFLECTOR II I' Broken Stone � I 1 1 �\ NOTE: PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO 1/3 REQUIRED or Screened i NO GREATER THAN 7535 IF THE PERCENT PASSING THE #100 SIEVE 2/3 REQUIRED CAPACITY IN CAPACITY IN SECOND Gravel DOES NOT EXCEED 109 AND THE J200 SIEVE DOES NOT EXCEED 5% FIRST COMPARTMENT COMPARTMENT THE RESPONSIBILITY FOR THE PREPARATION OF A LEACHING AREA UTILIZING 18' min. 4 -� 'SELECT MATERIAL" IS THAT OF THE LICENSED INSTALLER. THE INSTALLER SHALL 6` Mir TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING SOILS FROM OVERCOMPACTION AND SILTATION ONCE EXPOSED. LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH , 4'-0' min, � GROUND WATER \\ I 50 R.Y. / TWO COMPARTMENT SEPTIC TANK TP253 1 � I LEDGE NOT To SCALE \ f I X \ I 1 ► � � 5/� I L0 T `-�-nr'' \ ' I TP174 0j \ PERCOLATION TEST: 6 I 72 LF - 12 / I \ TYPICAL LEACHING GALLERY \ I CONC. GALLERIES / �j CONSTRUCTION DEPTH OF PERC. HOLE:. 23 INCHES \ � I Q 2. STAPLE THE SILT \ i BOTTOM: 317.00 ® / L NOT TO SCALE TIME READING CALC. RATE 1. SET POSTS AND FENCING TO THE I INV: 317.54 AdET EXCAVATE A 6%6" SILT END OF THE POST \ (MINUTES) (INCHES) MIN INCH 5• POST VPSLOPE FROM POSTS. FENCING \ I TOP: 318.00 ( / F A \ 1 GRADE: 318.50 1 4:45 10.0 - C 9, \ ' (� I t 4:50 11.5 3.33 T- _ _ PROP. D-Box 1 4:55 12.75 4.0I - -I - -II I -1111111i111- \ TP254INv (I�T) -317.54�� WIN, � INV OUT : 3� 7�5-4 56 LF N 4 12" 5:00 13.75 5.0 - T' > (OUT): ' ' "` t 4 CONC. G LLERIES ` 5:05 14.75 5.000 NOTES. BOTTOM: . INV: 317.5 SILT FENCE 5:10 15.50 6.67 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE \ I / 5:15 16.50 5.0 TRENCH AND COMPACT \ ® ff 1 1 \ TOP: 318. 0 I (TYP.) 1. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED FILTER THE WIRE FENCING AND EXTEND THE EXCAVATED SOIL. P p3 GRADE: 318.50 / WITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES FABRIC IT TO THE TRENCH \ X NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH 5:22 17.25 9.33 BACKFILL \ 319.95 I STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND 5:27 17.75 10.0 COMPACTED \ 631960"4Soviiiii I444 ' \ , I SPRING EROSION.). PROPERLY INSTALLED EROSION AND SEDIMENT ° TP 5 3 LF 4" PVC{ CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND 5:32 18.25 10.0 SEDIMENTATION PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE 1�= ` - _ - 1T�-- (��1=1�= I \ 1 .40" Ac. 5=21 .0% / 1 FOR ALL STABILIZATION REQUIREMENTS. 5:37 19.0 6.67 ,-III 64 LF 4" PVC I 2. ROOF LEADERS TO DISCHARGE TO SPLASH PADS. 5:42 19.5 10.0 �=j�j��- I I- '-i I 1=1ll.� I I � \ S=0.5% / 5:47 19.75 20.0 \ � 3. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE CONSTRUCTION OF SYNTHETIC FILTER BARRIER (n \ PROP. D-BOX P-6 / 0 WITH THE APPROVED "VINTAGE HILLS" SUBDIVISION PLANS. 5:52 20.25 10.0 0 i \ INV (IN/OUT): 317.86 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH �Ij CA DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION 0 04# ' AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. 4>_ 000 5. PARCEL ZONED RURAL RESIDENTIAL RR. TP- 255 rh- 256 .--�� 00 0 \\ I 73 LF N 4" PVC � 1// � DD Depth Description Notes � i ` 6. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE Depth Description Notes cq n 0-12" 'ropsoiUDk Bm Sandy Loam 0-9" Topsoil/DkIIm Sandy Loam a� � 5-0.5% � / f Lot l ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE 12"-28" Lt Bm Silty Fine Sand 9"-24" Lt Bm Silty Pine Sand (T� 1 'j x 1 t #15 CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. 28"-6' Till 24"-6' Till I C 7. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, DTlcdgc: ND D1'Ledge: NJ) PROP. D- OX IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN DT Water. N1) DT Water. ND Lot #13 � INV IN: 311'771 ` I FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED DI'Mottling: ND DT Mottling: 21 INV OTT: 317.54 ' IN 6" LIFTS TO 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO DTRooLs: 23" DT Roots: 191, \ i TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT \ I IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL \t 40 LF N 12" AREA AFTER TOPSOIL REMOVAL UNTIL 12" OF FILL. MATERIAL CONC. GALLERIES TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. SELECT FILL TO MEET rP- 253 TP- 254 1 BOTTOM: 317.00 INV: 318.25 TECHNICAL STANDARDS OF THE STATE PUBLIC HEALTH CODE. j \ Depth Description Notes Depth Description Notes >� 8. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED 0-15" Topsoil0k Bm Sandy Loam 0-11" TopsoiU Loam Dk Bm Sandy am INV: 317.54 1 s"-31" Lt Bm Silty Fine Sand 11"48" Bm/Org Med sand w/Gravel TOP: 318.00 -1500 GALLON TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. 31"-6' Tin t8"-6' Till \ GRADE: 318.50 F-- 9. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED DTlxdge: ND DT Ledge: ND A SEPTIC TANK (GRADE=319.75) BEFORE ANY SITEWORK IS PERFORMED. D•i'Water. ND DT Water ND \'� DT Mottling: 16" DT Mottling: ND I INV: 318.50 N y 10. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. DTltoots: 25" DT Roots: 28" � � � 26 LF - 4" CI O 11. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER S=2.1% SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE TP - 172 TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH TP - 173 i CODE OF THE STATE OF CONNECTICUT. Depth Description Notes Depth Description Notes 1 0-17 " Topsoil 0-13' * Topsoil � � � � INV: 319.05 320'25 X 32 ' � 17-36 Silt Loam 13 30 Silty Loam ` 12. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT Y „ , I , 6) 52.29' 37. 8 OF HEALTH CODE. 36"-5.5' 1�1 (Less Compact than usual) 30-6 Till 1 I ` 23.71 1 2.00' Cn 13. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS DT Ledge: ND DT Ledge: ND } I ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. DT Water: ND DT Water: ND l PROPOSED BUILDING v' U! l` I DT Mottling: 30' DT Mottling: 30" �� FF:322.31 8.00'�I 14. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS 1 32Q. w FF GAR:32 rn PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE (� o FF GAR:320.31 0 t DESIGN ENGINEER IMMEDIATELY. , l 44.00' 15. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE SEPTIC SYSTEM DESIGN M.L.S.S. / AS SOON AS POSSIBLE. N0. BEDROOMS _- 5 HYDRAULIC FACTOR(HF)=54 I I5 6' 24.00' R PORCH '�L I 0 I 16. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE NO. LARGE CAPACITY TUB/JACUZZI = 0 (DEPTH=21"/SLOPE=2.5%) RUNOFF AWAY FROM THE SEPTIC SYSTEM. - FLOW FACTOR (FF)=2.5 � F Y' 100 200 GAL. = 0 >200 GAL. = 0 (5 BR) 17. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA AFTER THE FIRST 12" OF FILL HAVE REQUIRED TANK CAPACITY = 1500 GAL PERCOLATION FACTOR (PF)=1.2 I X\ BEEN PLACED AND COMPACTED. PERC RATE = 1-10 MIN/INCH PERC. RATE = 1-10 MIN./IN) 18. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE REQUIRED LEACHING AREA = 825 SF EXCAVATION FOR THE TRENCHES. USE SYSTEM WITH EFF. AREA = 5.9 SF LF X 320.50 / M.L.S.S.=HF X FF X PF ANTI-TRACKING PAD I cp Csl I TOTAL TRENCH LENGTH REQUIRED = 140 LF = 54 X 2.5 X 1.2 = 162 LF 19. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & ELEVATION) TO 6"-2" STONE ON -� / THE ENGINEER FOR THE PURPOSE OF CREATING AN AS-BUILT DRAWING FOR THE HEALTH PROVIDE: TOTAL TRENCH LENGTH = 168 LF FILTER FABRIC I -' 20' STREET TREE EASEMENT DEPARTMENT. TOTAL LEACHING AREA PROVIDED = 991 SF �� _ _ IN FAVOR OF THE TOWN OF SOUTH WINDSDR 20. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. LEGEND I - �-"- / 10' CL&P EASEMENT SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. ® IRON PIN TO BE SET TF: 320.18 I \ ° �� .r. ,,, / ,.. ar.. r 316 21. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM o MONUMENT TO BE SET 316.48 "'� -587 14 42 W AND 48 TO LEDGEROCK. ANY ADJUSTMENT TO SYSTEM ELEVATION OR INV(6 N): / / CBS OF 18 TO MOTTLING, �r , PROP. 4 CONC. WALK TF: 314.66 LOCATION MUST BE APPROVED BY ENGINEER AND HEALTH DEPARTMENT. _ _30O_ _ EXISTING CONTOUR INV(15 ): 314.98 / ►NV(6"W): 311 .46 22. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. 300 PROPOSED CONTOUR 2 X287.3 PROPOSED SPOT GRADE APPLICANT: ` \ INV(6"N): 311.66III CON 23. BACKWATER PREVENTION VALVE WITH ACCESS TO SURFACE (NOT THROUGH CB) SHALL �. SILT FENCE JACQUES CONSTRUCTION, LLC 2 r \ INV(15"OU{): 31 N�C BE PROVIDED ON THE FOUNDATION DRAIN. 3 2 X287.3 EXISTING SPOT GRADE 67 RIDGE ROAD � \,, Az -F- PROPOSED FND. DRAIN SOUTH WINDSOR, CT 06074 '� 32p \ + , a* 00 REFERENCE NOTE: (6" PVC Ca? S=1.0% MIN.) �2 LA 47 OBOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM PLANs -G- PROPOSED GAS SERVICE TELE: 860-432-1823 _�_ O ` �`ENTITLED "VINTAGE HILLS", SOUTH WINDSOR, CONNECTICUT O' ___V ` ` `� AG m� , -��` $� / ".00 jo.a. PREPARED FOR JACQUES CONSTRUCTION, LLC, BY DESIGN PROFESSIONALS, -W- PROPOSED WATER SERVICE i 'y cur WA1.��i0 INC. DATED 12-03-01 REV. 7-16-02, SHEETS 8-11. SURFACE FLOW °1�+.�,,,,�rse� o x x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860•291 •8755 IMPROVEMENT LOCATION PLAN PREPARED FOR: SHEET D LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 5 12-13-02 REVISE SEPTIC � HOUSE ELEV. MHA OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE , �� m INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 11-14-02 REVISE SEPTIC LAYOUT MHA SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 20 0 10 20 40 es�gn - . VINTAGE HILLS S'TA TES, LLC 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 11-4-02 REVISE TO 5 BEDROOM MHA BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. C !'OfeSSIC��'ic"�IS inc, CONSTRUCTION. 2 so-2s-o2 ADDRESS KMI IN FEET ) , '! DESIGN.*KMl DRAW..•MHA CHECKED: GBS Lot �'1�U+ p R9 Vintage Lane 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 10-21-02 1 REV. PER TOWN COMMENTS KMI 12382 1 inch = 20 ft~ ■ Civil Engineers • Planners - Surveyors • CIS JOB ND.: 14JO DATE.' 10-3-02 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. 165 south satellite road • south windsor • Connecticut 06074 DRAWING NO.. SERlER JOBS 1430 17L0Y B 143O-14PP S(DUTH WUNDS0•��W C®�T5�11�E��TT��•.CTUCUT D t DEC 1 J 2002 South Windsor BUILDING DEPARTMENT r0 THE BUILDING DEPT. TOWN Gf This certified that this plan and specifications are truo copies of the proposed building or alterations to be erected at V C _ ff-�G� �,�,L� REDEt�ED ---_-�� ►-�1 �`^' street 1 1 V� tnee her with amendments stated In application and _ I FIIeQ with plan and I agree to comply with all zoning, DEC � qullding and state laws and such orders as shall be ClJ �nxuucI by the 4uilding Department during pendency S0UTH WINDSOR or this application and final issuance of a building permit ENGINEERING glfihaG ---- Thls plan Is approved subject to the condition that orders and ordinances regulating building shall be corn Ph,at with. Conditionally Approved These filed with Building Inspector CIMY ')ateNO. � \ \ S 8° 4' Y5"� X' ' Y Y / Y Y 1 S ONE. WALL 5,8804 ' � _ ` �i.p� SE / 0.5' Min. MANHOLE EXTENDED TO GRADE �\ 85. 84 ' (REWIRED IF FILL OVER TANK EXCEEDS 12') � ? 4 MANHOLES I V J I \\/ \ INLET-�- ° S88 04' 33 W S88°54 25 %D -� OUTLET(WITH FILTER) I 1 V Min. \ Filter Fabric b OUTLET BAFFLE I 15' HEQGE-ROW EASEMENT ✓ / / + � \ !x 12' INLET BAFFLE I I s f \ CONNECTION AT MID DEPTH GAS DEFLECTOR ' I �� y \ 1' Broken Stone 2/3 REQUIRED CAPACITY IN �pTM iQUISECOND / I , \ o + CAP I Flf2ST COMPARTMENT T -7 or Screened COMPARTMENT \� \ Gravel \ i rein. 4 -Mi fi' MI LENGTH NOT GREATER THAN 4 11MES YADTH OR DEPTH �0 �.Y.Q \ I TP253 4'-0' min. GROUND WATER \ I X \ TWO COMPARTMENT SEPTIC TANK \ NOT TO SCALE T 5/� cn 1 LEDGE k 74 CU PERCOLATION TEST: 64 LF N 12" � CONC. GALLERIES 1 TYPICAL LEACHING GALLERY DEPTH OF PERC, HOLE: 23 INCHES \ I CONSTRUCTION 2 FENCING TO THE / STAPLE THE SILT \ BOTTOM: 317.00 TIME READING CALC. RATE i. SET POSTS AND I NOT TO SCALE ANGLE UPSLO POSTS END OF THE POST \ t I INV' 317.54 ■ / EXCAVATE A 6"x6" SILT (MINUTES) (INCHES) (MIN/INCH) AND SELF-ABILITY POST UPSLOPE FROM POSTS. FENCING \\ + FOR I TOP: 318.00 4:45 10.0 - CLEANING. \ \ GRADE: 318.50 i w i ti 95' 1 I � 4:50 11.5 3.33 TP254 \ \ � 1 I t - - I- ` III I II - P. b-kOX 4:55 12.75 4.0 � I � _ PRO INV (IN). 317, ■ S:oo 13.75 5.0 -�, I i \ INV (OUT): 317.54 I 5:05 14.75 5.0 \ I SILT FENCE 5.10 15.50 6.67 \ Lot ;;1 4 � � 1 (TYP. 5:15 16.50 5.0 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE I P F3 / 1. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED FILTER THE WIRE FENCING AND EXTEND TRENCH AND COMPACT \ ( / WITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES FABRIC I7 TO THE TRENCH THE EXCAVATED SOIL. \ � 1 g.95 4X \ I NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH 5:22 17.25 9.33 \ 63,964 SoFE 3 4 t COMPACTED I / STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND 5:27 17.75 10.0 BACKFILL It\ TP 5 I SPRING EROSION.). PROPERLY INSTALLED EROSION AND SEDIMENT 1 46 Ac CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND 5:32 18.25 10.0 - 1 - _ - _- ■ ■ SEDIMENTATION PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE FOR ALL STABILIZATION REQUIREMENTS. 5:37 19.0 6.67 2. ROOF LEADERS TO DISCHARGE TO SPLASH PADS. 5:42 19.5 10.0 T'i' \ i 3. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE 5:47 19.75 20.0 ■ P-6 // 0 CONSTRUCTION OF SYNTHETIC FILTER BARRIER 01 N\\ / WITH THE APPROVED "VINTAGE HILLS" SUBDIVISION PLANS. 5:52 20.25 10.0 ,Of ° 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH \ ✓ U?TP17 DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION 4Q_ LLJ / ` CUT SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. ` \ � / 0 --� 00 N \\ # 120 LF N 4" PVC / 0) 00 5. PARCEL ZONED RURAL RESIDENTIAL RR. 0c ' ---- I'l'- 255 TP- 256 00 v O � S-1.0% --� (� Depth Description Notes Depth Description Notes 1 co � ° \ ' v Lot #15 6. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE 0-12" Topsoil/Dk Bm Sandy Loam 0-9" Topsoil/DkBraSandyLoam ti v X / ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE 12"-28" Lt Bm Silty Fine Sand 9"-24" LtBm Silty Fine Sand CP CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. 28"-6' Till 24"-6' Tilt 64 LF �� 12" 7. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, Lot #13 � � � CONIC. GALLERIES, ' DT ledge: ND DT Ledge: ND \ IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN 1)'I'Water. ND DT Water. ND C� `� BOTTOM: 317.W ' FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED D'I'Mottling: ND DT Mottling: 21" INV: 317.5-4 IN 6" LIFTS TO 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO DT Roots: 23" DTRoots: 191, l TOP' 9'00 TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL ' ii , _ _ GRADE: 318.50 ` AREA AFTER TOPSOIL REMOVAL UNTIL 12" OF FILL. MATERIAL ` TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND INV: 318.95 SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. FILL TO MEET I \ TECHNICAL STANDARDS OF THE STATE PUBLIC HEALTH CODE. 1'P- 253 TP- 254 Depth Description Notes Depth Description Notes 8. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED 0-15" TopsoiUDk Brn Sandy Loam 0-11" TopsoiUDk Bm Sandy Loam \ ` 1250 GALLON TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. 15"-31" Lt Bm Silty Fine Sand 11"-18" Bna/Org Mod Sand w/Gravel I SEPTI TANK 31"-6' Till 18"-6' Till (10 9. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED (GRAD =320.55) DT l.cdgc: ND DT Ledge: ND �J + INV: 319.2 � BEFORE ANY SITEWORK IS PERFORMED. D'I'Water. ND DT Water. ND „ O D'I'Mottling: 16" DT Mottling: ND i 26 LF ^' 4 CI - + 10. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. D'1'Roots: 25" DT Roots: 28" � S=2.1% (f) + 11. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER , `< i SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE TP _ 172 TP - 173 t 322.25 3, 0� I TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH Depth Description Notes ` INV: 319.75 CODE OF THE STATE OF CONNECTICUT. Depth Description Notes 5 0-17 Topsoil 0-13 Topsoil � + � 52.29' 37. 8 12. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT 17"-36" Silty Loam 13-30" Silty Loam i 1 23.71' J OF HEALTH CODE. 36"-5.5' Till (Less Compact than usual) 30-6 Till \ 2.00' w i PROPOSED BUILDING C, ' 13. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS DT Ledge: ND DT Ledge: ND FF:324.00 8.00'v + DT Water: ND DT Water: ND \ 32� w TOW: 4.00 ' ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. " I y` °' DT Mottling: 30' DT Mottling: 30 b I 14. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS f oo FF GAR:322.00 0 PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE \\ ` I f _ 44.00' 1 DESIGN ENGINEER IMMEDIATELY. , I `I 8 15. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE SEPTIC SYSTEM DESIGN M.L.S.S. I I I o PORCH tiG I 57.6 24.00' AS SOON AS POSSIBLE. I NO. BEDROOMS = 4 HYDRAULIC FACTOR(HF)=54 16. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE (DEPTH=21"/SLOPE=2.5%) 50 F.Y. RUNOFF AWAY FROM THE SEPTIC SYSTEM. NO. LARGE CAPACITY TUB/JACUZZI = 0 FLOW FACTOR (FF)=2.0 I o 7 100 - 200 GAL. = 0 >200 GAL. = 0 (4 BR) I ' o ,n - 17. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA AFTER THE FIRST 12 OF FILL HAVE REQUIRED TANK CAPACITY = 1250 GAL I 70 PERCOLATION FACTOR (PF)=1.2 + y v / < BEEN PLACED AND COMPACTED. PERC RATE = 1-10 MIN/INCH (PERC. RATE = 1-10 MIN./IN) ` I 18. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE REQUIRED LEACHING AREA = 660 SF ANTI-TRACKING PAD I 6J C�J EXCAVATION FOR THE TRENCHES. USE SYSTEM WITH EFF. AREA = 5.9 SF/LF M.L.S.S.=HF X FF X PF 6"-2" STONE ON I ' 7A TOTAL TRENCH LENGTH REQUIRED = 112 LF = 54 X 2.0 X 1.2 = 130 LF I / 20 STREET TREE EASEMENT 19. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & ELEVATION) TO FILTER FABRIC � --- / IN FAVOR OF THE TOWN OF THE ENGINEER FOR THE PURPOSE OF CREATING AN AS-BUILT DRAWING FOR THE HEALTH PROVIDE: 2 TRENCHES ® 64 LF EACH \ i1? --- `� r / ---- ``--.-SOUTH W{NDSOR DEPARTMENT. TOTAL LEACHING AREA PROVIDED - 128 LF _ _ ._ _- --- I c / ,SOU 20. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR CB7 ` 1 - - -- �L 10' CL&P EASEMENT SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. LEGEND �7' r r r 3� 6 SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. TF: 320.18 _6"N): 316.48 r T... '-"S87o 1 4' 42 w Now" ' / CB5 IRON PIN TO BE SET IN\/ 21. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM ( s PROP. 4" CONIC. WALK TF: 314.66 OF 18' TO MOTTLING, AND 48 TO LEDGEROCK. ANY ADJUSTMENT TO SYSTEM ELEVATION OR El MONUMENT TO BE SET INV(15 )'. 314.98 LOCATION MUST BE APPROVED BY ENGINEER AND HEALTH DEPARTMENT. _ _30O_ _ EXISTING CONTOUR 2 / / INV(6"W): 311 .46 22. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. 300 PROPOSED CONTOUR i 1 INV(6"N). 311 .66 _ � � 23. BACKWATER PREVENTION VALVE WITH ACCESS TO SURFACE (NOT THROUGH CB) SHALL x287.3 PROPOSED SPOT GRADE APPLICANT:.. .. .s SILT FENCE JACQUES CONSTRUCTION, LLC 322 1NV(15"out): 310.46 __.__. C� \� BE PROVIDED ON THE FOUNDATION DRAIN. 287.3 EXISTING SPOT GRADE 67 RIDGE ROAD -F- PROPOSED FWD. DRAIN �2 O REFERENCE NOTE: (6" PVC D S=1.0% MIN.) SOUTH WINDSOR, CT 06074 ----"'� O / i LA O G / BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM PLANS - -432-1823 0 TA -G PROPOSED GAS SERVICE TELE. 860 / ENTITLED "VINTAGE HILLS", SOUTH WINDSOR, CONNECTICUT PROPOSED WATER SERVICE ' PREPARED FOR JACQUES CONSTRUCTION, LLC, BY DESIGN PROFESSIONALS, ------' INC. DATED 12-03-01 REV. 7-16-02, SHEETS 8-11. oz x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860.291 • 8755 IMPROVEMENT LOCATION PLAN PREPARED FOR: SHEET z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE ^ „��^ w _ _� r INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE • M V e (`(�-�'J e�w BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 20 0 10 20 40 esign VINTAGE HILLS ESTA TES; LLC 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE B KNO E AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. BY A LICENSED LAND SURVEYOR PRIOR TO Cprofessionals, Inc. ILot *R4 19 Vint e Lane CONSTRUCTION, 2 10-2E-02 ADDRESS KMI ( W FEET ) , DESIGN-KM/ DRAWN.•MHA CHECKED.- GBS �► 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 10-21-02 REV. PER TOWN COMMENTS KMI 12882 1 inch = 20 ft. ■ Civil Engineers • Planners • Surveyors • CI$ JOB NO.: 14JO DATE 10-3-02 IMPRESSION SEAL AND ORIGINAL SIGNATURE • OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICK;,:D P. MARTEL LIC. No. 165 south satellite road • south windsor • connecticut 06074 DRAWING NO.: SERI/ER JOBS 1430 17LOTSUB 1430-14PP S(DUT H �t71LivDSORP CONNJriCTUCtY it a o 'T ? 9 2002 South Windsc; BUILDING DEPARTMENT Tt-'certified that this plan and spec f a tr eol`res of the proposed building or alterath erected at / tn.;ether with amend s Mated in applicitl fucd with plan and I a ee to comply with art r. Fiilding and state laws and such orders is issued by the Building Department during pry nr this 4applicon and final issuance ofpermit. S,PnedThis plroved suble to the con�t u era is and ordinances regulating br,rldinr, „ ,11•d c:Ith. C littionaal,llyyA Approved These ru - -t,. V F� l�� z. to _t�,25Q v6